Analysis of existing approaches when evaluating the engineering-geological conditions of tunnel construction E. M. Pashkin OriginalPaper Pages: 227 - 231
Precast pliant lining for difficult geological conditions A. A. SimonyanP. S. Oganesyan OriginalPaper Pages: 231 - 233
Improvement of supports in tunnel construction under complex geological conditions D. G. GudushauriA. I. Chaldze OriginalPaper Pages: 234 - 236
New designs of supports for large chamber workings O. N. ZolotovV. F. IlyushinA. V. Kolichko OriginalPaper Pages: 237 - 243
Deformation properties of rocks of the diversion pressure tunnel of the Inguri hydroelectric station G. K. Chumburidze OriginalPaper Pages: 243 - 252
Consideration of the anisotropic properties of stratified rocks when designing crack-resistant linings of pressure tunnels G. K. ChumburidzeS. G. Safarova OriginalPaper Pages: 252 - 259
Improvement of methods of calculating the optimal parameters of smooth-wall blasting V. A. FokinG. N. Sirotyuk OriginalPaper Pages: 259 - 262
Engineering model of deformation and fracture of rocks and concrete under compression M. G. Zertsalov Engineering Calculations and Production Efficiency Pages: 263 - 270
Mechanism of failure of fractured block masses under the effect of a high-velocity flow Yu. G. Zharkov Engineering Calculations and Production Efficiency Pages: 270 - 276
Hydraulic drive unit for operating a gate I. Kh. Kaplan From Ideas to their Realization Pages: 277 - 280
Experience in using the variational method in slope stability calculations V. N. BukhartsevA. Yu. IvanovI. Togo Discussion of Building Codes Pages: 281 - 284